種 少 可 該 546435 五、發明説明（ 本發明有關於-種用於有執線路或其相似物之高架 橋，並包含倚靠在譬如橋墩等支撐件上之連續跨距。 US-A-4，142,468號揭露一種上述類型的高架橋，其中 各跨距大致呈U形剖面。 此U形剖面係對應於一載有負荷的板片，此板片形成 此U形中的腹板且在兩側中的任一側連接至各別往上延伸 的凸緣。 各凸緣在頂部上由一大致水平底板所覆蓋，而構成至 少朝向相對凸緣呈橫向延伸的一擱板。 建造此高架橋之後，可能需要建造額外結構（譬如一新 站台），此新站台至少在一側包含一板片，藉以構成一乘客 用月台。 此等新結構需要大量工作以建設站在地上的新支撐 件、一或多個板片、及依習知方式設置在此等站台中之上 層結構。 ° 本务月之目的係補足已知高架橋的缺點並提出一 上述類型之高架橋，其適於容易且快速地在高架橋至少 侧上建造新的上層結構而不妨礙線路使用。 根據本發明，上述類型的高架橋之特徵為··對於其至/ 部份的跨距’包括自該等跨距的至少一側往外橫向延伸超 過對應的側凸緣及擱板之樑，各樑具有足以令譬如較佳 供該等底板往外延伸之板片等額外結構隨後能夠建造在 等樑上之橫方向長度及強度。 因此，在起初建造高架橋時製成的這些橫樑係可能 本紙張尺度適用中國國家標準（⑽）从規格（2似公爱)Species may be 546435 5. Description of the invention (This invention relates to a kind of viaduct for a line or the like, and includes a continuous span leaning on a support such as a bridge pier. US-A-4,142,468 No. discloses a viaduct of the above type, in which each span has a generally U-shaped section. This U-shaped section corresponds to a load-bearing plate that forms a web in the U-shape and is formed on both sides. Either side is connected to a respective upwardly extending flange. Each flange is covered on the top by a generally horizontal floor plate, forming a shelf extending laterally at least towards the opposite flange. After the construction of this viaduct, it may be necessary Construction of additional structures (such as a new platform) that includes at least one side of a plate to form a passenger platform. These new structures require a lot of work to build new supports on the ground, one or more Plates and superstructures installed in these platforms in a conventional manner. ° The purpose of this month is to make up for the shortcomings of known viaducts and propose a viaduct of the type described above, which is suitable for easily and quickly A new superstructure is constructed on at least the side of the bridge without obstructing the use of the line. According to the present invention, the viaducts of the above type are characterized by the fact that for their spans to / parts' includes laterally outward from at least one side of such spans Beams that extend beyond the corresponding side flanges and shelves, each beam having a lateral length and strength sufficient to allow additional structures such as slabs that are preferably used for these base plates to extend outwards. These beams made during the initial construction of the viaduct may be based on Chinese paper standards (⑽) from the specifications (2 seemingly public love).
訂— (請先閲讀背面之注意事項再填寫本頁) 546435 A7 後績日期不用任何前置時間即可建造適於固定在此等橫樑 上之額外結構，並以任何傳統已知方式達成此作用。 因此’利用支撐用的橫樑，可能豎立譬如具有月台的 新站台等暫時性或永久性的任何類型額外結構及上層結 構’而根本不需挖掘地面並安裝新的地基或安裝笨重鷹架 以建造此等新結構。 可由下文瞭解本發明的其他特性及優點。 圖式中純以非限制性範例顯示： 第1圖為根據本發明之一高架橋的一實施例之圖解剖 視圖； 第2圖為類似第i圖的圖解圖，其中顯示新站台的月台 及上層結構； 第3圖類似第2圖並顯示本發明之一高架橋的另一實 施例； 第4圖為本發明之一尚架橋的另一實施例的剖視圖； 第5圖為本發明之一高架橋的另一實施例之圖解剖視 圖； | 第6圖類似第5圖並顯示本發明的另一實施例； 第7圖類似第5圖並顯示本發明的另一實施例；及 第8圖類似第5圖並顯示本發明的另一實施例。 第1及2圖的實施例中，用於有執線路或其他線路的高 架橋1係包含倚靠在譬如橋樑3等支撐件上之連續跨距2，支 樓件本身建造在地基4上，譬如站立在以習知方式接合地面 本紙張尺度適用中國國家標準（CNS) A4規格（210X297公釐）— --一--Order — (Please read the notes on the back before filling out this page) 546435 A7 After the performance date, you can build additional structures suitable for fixing to these beams without any lead time, and achieve this effect in any conventionally known manner . Therefore, 'using support beams, it is possible to erect any kind of temporary or permanent additional structures such as new platforms with platforms and superstructures' without the need to dig the ground and install new foundations or install heavy scaffolds to build These new structures. Further features and advantages of the invention will be understood from the following. The figure shows purely non-limiting examples: Figure 1 is an anatomical view of an embodiment of an viaduct according to the present invention; Figure 2 is a schematic diagram similar to Figure i, showing the platform and upper layer of the new platform Structure; FIG. 3 is similar to FIG. 2 and shows another embodiment of an viaduct according to the present invention; FIG. 4 is a cross-sectional view of another embodiment of a viaduct according to the present invention; Figure 6 is an anatomical view of another embodiment; Figure 6 is similar to Figure 5 and shows another embodiment of the present invention; Figure 7 is similar to Figure 5 and shows another embodiment of the present invention; and Figure 8 is similar to Figure 5 The figure also shows another embodiment of the invention. In the embodiment of FIGS. 1 and 2, the viaduct 1 for a toll line or other lines includes a continuous span 2 leaning on a support member such as a bridge 3. The branch member itself is built on the foundation 4 such as standing In the conventional method of joining the ground, the paper size applies the Chinese National Standard (CNS) A4 specification (210X297 mm) — ---
(請先閲讀背面之注意事項再填窝本頁) •訂丨 五、發明説明（3 ) 各跨距2的剖面大致呈u形並包含一載有負荷的板片 7’此板片7構成U形中的腹板並在至少—側及圖中兩側連 接到一各別的往上延伸側凸緣8、9。 各+凸緣8、9的頂部係受到一大致水平對應的底板10、 11所覆盍，而構成在箭頭12方向往相對凸緣9、8呈橫向延 伸之一擱板。 如圖所示’各底板1〇、u的頂表面心、⑴所座落的 位準係與高架橋1所承載的有軌線路或其他線路上行進之 一運送载具13的地板位準大致相等。 圖示範例中，載具13在軌14上運行，軌14本身位於链 如橫向或縱向軌枕(枕木）等已知類型的傳統支撐件15上。 〃當然，載具13可依照不需贅述的已知方式安裝在裝有 氣胎的輪上（見下文）。 圖7^犯例中’高架橋1之至少部份的跨距2係包括橫樑 7榣^ 16、17在各跨距2任一側以箭頭12方向往外橫 向突起超過對應的側凸緣8、9及擱板1()、u。 ’、 箭頭Π的橫方向中’各樑16、17具有足以將額外結構 隨後安裝在該等樑16、17上之預定長度及強度，額外結構 “料較佳使該底㈣、η往外延伸的板片18、19等。 第,1及2圖的實施例中’橫樑16、17係固定至位於橋墩 3頂上亚支撐各跨距2的橋面21之托樑或“承接標。 匕為有利的方式’並且僅在先前決定的位置處將載有 托獅之特定橋墩裝配本發明的橫樑16、17即能夠建造相 同且完全預製或由相同預製拱形構件製成之跨距2。 本紙張尺度適用(2ΐ〇χ2 97公釐） 546435 A7 I--------- B7_ 五、發明説明（4 ) —" --- θ然、’可由具有與該等托樑2〇長度匹配之高架橋縱方 向的長度之板片來取代樑16、n。 帛2圖的圖解範例中，縱樑22放置在兩相鄰橋墩之托 樑20上並支撐住使底板職u延狀w财19。 %第2圖所示，因此可能建造一站台23，站台23在兩 ㈣任—側上具有一月台形成擱板24、25。各月台24、25 具有-前月台部及-後月台部，前月台部由對應的底板 11所構成’後月台部由與該底板相鄰且處於相同位準 之對應的板片18、19所構成。 以習知方式，站台亦具有一屋頂形成上層結構％，此 上層結構係如同板片18、19由橫樑16、17所支撐，可建造 或女裝所有這些元件而不中斷運輸線路的操作。 隨後只需要安裝在地面位準6與板片18、19下方方向 «客移動之習知裝置，並且依情況而定可能亦需要安裝 #何的此類舍址、辦公室等，以容納站台人員及線路使用 者。 帛3圖的實施例中，橋面27直接倚靠在各橋缴3頂上形 成之柱頂28上。 杈紅29、30固定至橋面27並大致座落於與載有負荷的 板片7相同之位準。 很可能選擇將各跨距的橋面27與橫樑29、30相配接， | 纟一種變化方式中亦可能只對於可能後續收納一額外結構 (譬如站台）之跨距提供横樑29、30。 第4圖的實施例中，可看出各載有單一執道之兩個平 本紙張尺度適用中國國家標準（⑽）A4規格（2獻公爱)- -(Please read the precautions on the back before filling in this page) • Order 丨 Fifth, the description of the invention (3) The cross section of each span 2 is generally u-shaped and contains a load-bearing plate 7 'This plate 7 constitutes The web in the U-shape is connected to a respective upwardly extending side flange 8, 9 on at least one side and both sides in the figure. The tops of each of the + flanges 8 and 9 are covered by a substantially horizontal corresponding bottom plate 10 and 11 and constitute a shelf extending laterally in the direction of the arrow 12 opposite to the flanges 9 and 8. As shown in the figure, the level of the center of the top surface of each bottom plate 10 and u and the position of ⑴ are approximately equal to the level of the floor of the transport vehicle 13 carried by the rail line or other lines carried by the viaduct 1 . In the example shown, the carrier 13 runs on a rail 14 which itself is on a conventional support 15 of a known type such as a horizontal or vertical sleeper (tie). 〃 Of course, the carrier 13 can be mounted on a wheel equipped with a pneumatic tire in a known manner without further description (see below). Figure 7 ^ The at least part of the span 2 of the viaduct 1 in the offense includes a beam 7 榣 ^ 16,17 on either side of each span 2 protruding outward in the direction of the arrow 12 beyond the corresponding side flanges 8,9 And shelf 1 (), u. ', In the horizontal direction of arrow Π' each beam 16, 17 has a predetermined length and strength sufficient to subsequently install additional structures on the beams 16, 17, and the additional structure "material preferably extends the bottom ㈣, η outwards. Plates 18, 19, etc. In the embodiment of Figs. 1 and 2, the 'transverse beams 16, 17 are fixed to the joists or "acceptance standards" of the bridge surface 21 located on the top of the pier 3 and supporting each span 2 of the span. The dagger is an advantageous way 'and the assembly of the specific bridge piers carrying lions at the previously determined positions with the beams 16, 17 of the present invention enables the construction of spans 2 which are identical and fully prefabricated or made of the same prefabricated arch members . This paper size applies (2ΐ〇χ2 97mm) 546435 A7 I --------- B7_ V. Description of the invention (4) — " --- θ, 〇 Plates with matching lengths in the longitudinal direction of the viaduct instead of beams 16, n. In the illustrated example in FIG. 2, the longitudinal beam 22 is placed on the joist beam 20 of two adjacent piers and supports the base plate 19 to extend. % As shown in Fig. 2, it is therefore possible to construct a platform 23 with platform forming shelves 24, 25 on both sides. Each platform 24, 25 has a -front platform section and a -back platform section, the front platform section is composed of the corresponding bottom plate 11 'the rear platform section is composed of a corresponding plate 18 adjacent to the bottom platform and at the same level , 19. In a conventional manner, the platform also has a roof forming a superstructure%. This superstructure is supported by beams 16,17 like plates 18,19. All these elements can be built or womenswear without interrupting the operation of the transport line. Later, it only needs to be installed on the ground level 6 and the plates 18 and 19 in the direction of the «customer's moving knowledge device, and depending on the situation, it may also need to install such premises, offices, etc. to accommodate platform personnel and Line users. In the embodiment shown in FIG. 3, the bridge surface 27 directly leans on the column top 28 formed on the top of each bridge. The red branches 29, 30 are fixed to the bridge deck 27 and are positioned approximately at the same level as the plate 7 carrying the load. It is possible to choose to match the bridge surface 27 of each span with the crossbeams 29, 30. 变化 In a variation, it is also possible to provide the crossbeams 29, 30 only for spans that may subsequently accommodate an additional structure (such as a platform). In the example in FIG. 4, it can be seen that the two plain paper sizes each containing a single guideline are in accordance with the Chinese national standard (规格) A4 specification (2 for public love)--
Ρ丨訂· (請先閲讀背面之注意事項再填寫本頁) 546435 29 凸 樑 樑Ρ 丨 Order · (Please read the precautions on the back before filling in this page) 546435 29 Convex beams
.、盯丨 (請先閲讀背面之注意事項再填寫本頁) A7 五、發明説明 行的高架橋。然後可能想見只安裝依需要具有任意寬度之 一個中央月台31。 因此，橫樑32、33只設置於對應橋面的一侧上且其朝 向另一橋面呈橫向延伸。因此，可能由單件構成或利用複 數個各別板片建造而成之板片34係放置在兩相鄰高架橋的 兩相鄰底板10、11之間，且用於支撐板片34的樑22所形成 之結構係固定至橫樑32、33。 亦可能直接方式或另經由板片34方式提供支承在橫 樑32、33上之一屋頂形成上層結構。 第5圖顯示收納一載具之單一執道高架橋，此載具係 安裝在配備有氣胎的輪上。 此高架橋可同樣良好地配接有固定至托樑2〇之橫 17、或是固定至跨距2或構成該等跨距的拱形構件之橫 各凸緣8、9在其朝向另一凸緣的底壁上具有一形狀 37，此形狀構成-大致垂直的導件以作為供載具η上的導 輪38所用之一運行與支承表面。 載具13本身安裝在於縱向延伸的底框樑牝上運行之 輪胎39上。 亦可能提供適於在輪胎刺破時（未圖示）支撐住習知 緣狀執輪之軌（未圖示）。 第6圖的實施例中，安裝有托樑20的跨距2係具有一載 有負荷的板片7,板片7與金屬凸緣8、9連接，腹板係以任 何習知方式連同放在場址位置中的填料混凝土 I起連接 本紙張尺度適用中國國家標準（CNS) A4規格（2ι〇χ297公着） 五、發明説明（6 ) 至板片7。 此情形中，底板10&U本身由金屬片42所支撐。 第7圖的實施例中，特別對應於藉由托樑20承載的完 王預製跨距來建造高架橋，各個新跨距可由一運送載具β 帶到場址以供安裝’運送載具43適於沿著已駭位的跨距 之載有負荷的板片7移行。此载具自然可如圖所示在佈設執 祕道前裝配有氣胎，或者可設有凸緣狀輪並沿著已放在 定位的執路軌道運行。 第8圖的實施例中，係與此範例的單一軌道高架橋相 對應，一個適於在底板10、u上運行且設有運送用絞車Μ 之起重口架44係可佈設及調整執枕15上的執14。 已藉此描述一種設有往外突的橫樑之高架橋，該等橫 樑沿著兩架橋全長放置、或僅位於先前指定的特定位置。 藉由這些樑可能隨後建造一新的站台、或快速、容易 且以低成本擴充一既有站台。 當橫樑16、17固定至托樑20時，新站台的月台係與各 跨距的橋面呈獨立狀，因此可更簡單地設計各跨距及設計 各月台’特別是有關於振動、支撐等。 當然，如第6圖所示，線路操作適用的所有種類電纜 線46可放置在底板1〇、η下方。 較佳將凸緣8、9及底板10、11設計為能夠固持住脫執 或跑出所提供的引導裝置外之火車或載具。 弟2及3圖中直接倚罪在標16、17或29、3〇上之站△由 於本身輪廓並不會另增添高架橋與載具的輪靡而是取代其 五 546435 、發明説明（ 輪廓所以對於環境具有最小的視覺衝擊。 =後’凸緣8、9以習知方式作為噪音的防護件。 田d本發明並不限於上述實施例，可作許多變化及 修改而不超出本發明的範圍。 當然，安裝前預製的-件式拱形構件或跨距可藉由預 力混凝土製成’同理亦適用於本發明全文所狀 他 預製元件。 〃 本紙張尺度適用中國國家標準（CNS) A4規格（210X297公董）., Stare 丨 (Please read the notes on the back before filling this page) A7 V. Description of the invention Viaduct. It may then be desired to install only one central platform 31 having an arbitrary width as required. Therefore, the beams 32, 33 are provided on only one side of the corresponding bridge surface and extend laterally toward the other bridge surface. Therefore, a plate 34, which may be composed of a single piece or constructed from a plurality of individual plates, is placed between two adjacent floor plates 10, 11 of two adjacent viaducts, and is used to support the beam 22 of the plate 34 The resulting structure is fixed to the beams 32,33. It is also possible to form a superstructure by providing one of the roofs supported on the beams 32, 33 directly or via the plate 34 method. Figure 5 shows a single viaduct containing a vehicle mounted on a wheel equipped with pneumatic tires. This viaduct can equally well be fitted with transverses 17 fixed to joists 20 or transverse flanges 8 and 9 fixed to spans 2 or arched members constituting such spans, facing in another direction The bottom wall of the rim has a shape 37 which constitutes a substantially vertical guide to serve as a running and support surface for one of the guide wheels 38 on the carrier n. The carrier 13 itself is mounted on a tire 39 running on a longitudinally extending bottom frame beam 牝. It is also possible to provide rails (not shown) suitable for supporting the conventional edge-like holding wheel when the tire is punctured (not shown). In the embodiment of FIG. 6, the span 2 on which the joist 20 is installed has a load carrying plate 7, the plate 7 is connected to the metal flanges 8, 9 and the web is connected with the The filler concrete I in the site location is connected to this paper. The size of the paper is applicable to the Chinese National Standard (CNS) A4 (2 × 297). 5. Description of the invention (6) to plate 7. In this case, the bottom plate 10 & U itself is supported by the metal sheet 42. In the embodiment of FIG. 7, the viaduct is constructed in particular corresponding to the prefabricated span of the King King carried by the joist 20. Each new span can be brought to the site by a transport vehicle β for the installation of the transport vehicle 43. It moves along the load-carrying plate 7 along the horrified span. This vehicle can naturally be equipped with pneumatic tires as shown in the figure, or it can be provided with a flange-like wheel and run along the positioned track. The embodiment in FIG. 8 corresponds to the single-track viaduct of this example. A lifting mouth 44 suitable for running on the bottom plate 10 and u and provided with a winch M for transportation can be arranged and adjusted.上 执 14。 On the 14. This has described a viaduct provided with outwardly projecting beams, which are placed along the full length of the two bridges, or only at specific locations previously designated. With these beams it is possible to subsequently construct a new platform, or to expand an existing platform quickly, easily and at low cost. When the beams 16 and 17 are fixed to the joist 20, the platform system of the new platform and the bridge deck of each span are independent, so it is easier to design the spans and platforms. Support, etc. Of course, as shown in Fig. 6, all kinds of cables 46 suitable for line operation can be placed under the bottom plates 10, n. The flanges 8, 9 and the bottom plates 10, 11 are preferably designed to be able to hold a train or a vehicle out of the provided guidance device or run out. The brothers 2 and 3 directly rely on the stand on the standard 16, 17, or 29, 30. △ Because the outline does not increase the popularity of the viaduct and the vehicle, it replaces its 546435, the description of the invention (the outline so It has the smallest visual impact to the environment. = The rear flanges 8 and 9 are used as a protective means of noise in a conventional manner. Tian This invention is not limited to the above embodiments, and many changes and modifications can be made without exceeding the scope of this invention. . Of course, prefabricated one-piece arched members or spans can be made by prestressed concrete before installation. The same reasoning applies to other prefabricated elements in the full text of the present invention. 〃 This paper size applies the Chinese National Standard (CNS) A4 specifications (210X297 public director)
.訂— (請先閲讀背面之注意事項再塡寫本頁◊ 546435 A7 B7 五、發明説明（8 ) 元件標號對照 1…高架橋 23···站台 2…跨距 24…搁板 3…橋墩 25…搁板 5…柱 26…上層結構 7…板片 27…橋面 8…侧凸緣 28…柱頂 9…侧凸緣 29…橫樑 10…底板 30…橫樑 10a…頂表面 31···中央月台 11…底板 32…橫樑 1 la···頂表面 33…橫樑 12…橫方向 34…板片 13…運送載具 37…形狀 14…軌 38…導輪 15…支撐件 39…輪胎 16…橫樑 40…底框樑 17…橫樑 42…金屬片 18…板片 43···運送載具 19…板片 44…起重台架 20…托樑 45…絞車 21…橋面 46…電纜線 22···縱樑 (請先閲讀背面之注意事項再填寫本頁) 本紙張尺度適用中國國家標準（CNS) A4規格（210X297公釐） 11.Order — (Please read the notes on the back before writing this page.) 546435 A7 B7 V. Description of the invention (8) Component number comparison 1… Viaduct 23 ··· Platform 2… Span 24… Shelf 3… Pier 25 ... shelf 5 ... post 26 ... superstructure 7 ... slab 27 ... bridge 8 ... side flange 28 ... column top 9 ... side flange 29 ... beam 10 ... bottom 30 ... beam 10a ... top surface 31 ... center Platform 11 ... bottom plate 32 ... beam 1 la ... top surface 33 ... beam 12 ... transverse 34 ... sheet 13 ... carrier 37 ... shape 14 ... rail 38 ... guide wheel 15 ... support 39 ... tire 16 ... Beam 40 ... Bottom frame beam 17 ... Beam 42 ... Metal sheet 18 ... Plate 43 ... Transport carrier 19 ... Plate 44 ... Lifting frame 20 ... Joist beam 45 ... Winches 21 ... Bridge surface 46 ... Cable line 22 ··· Side beams (please read the notes on the back before filling this page) This paper size applies to China National Standard (CNS) A4 (210X297 mm) 11